950 resultados para Consolidation démocratique


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As part of the Governor's effort to streamline State government through improvements in the efficiency and effectiveness of operations, Executive Order 2004-06 ("EO6") provided for the reorganization (consolidation) of the Department of Insurance, Office of Banks and Real Estate, Department of Professional Regulation and Department of Financial Institutions. Through EO6 the four predecessor Agencies were abolished and a single new agency, The Department of Financial and Professional Regulation (hereafter referred to as "IDFPR") was created. The purpose of the consolidation of the four regulatory agencies was to allow for certain economies of scale to be realized primarily within the executive management and administrative functions. Additionally, the consolidation would increases the effectiveness of operations through the integration of certain duplicative functions within the four predecessor agencies without the denegration of the frontline functions. Beginning on or about July 1, 2004, the IDFPR began consolidation activities focusing primarily on the administrative functions of Executive Management, Fiscal and Accounting, General Counsel, Human Resources, Information Technology and Other Administrative Services. The underlying premise of the reorganization was that all improvements could be accomplished without the denegration of the frontline functions of the predecessor agencies. Accordingly, all powers, duties, rights, responsibilities and functions of the predecessor agencies migrated to IDFPR and the reorganization activities commenced July 1, 2004.

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"August 1987."

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Analytical solutions are presented for linear finite-strain one-dimensional consolidation of initially unconsolidated soil layers with surcharge loading for both one- and two-way drainage. These solutions complement earlier solutions for initially unconsolidated soil layers without surcharge and initially normally consolidated soil layers with surcharge. Small-strain solutions for the consolidation of initially unconsolidated soil layers with surcharge loading are also presented, and the relationship between the earlier solutions for initially unconsolidated soil without surcharge and the corresponding small-strain solutions, which was not addressed in the earlier work, is clarified. The new solutions for initially unconsolidated soil with surcharge loading can be applied to the analysis of low stress consolidation tests and to the partial validation of numerical solutions of non-linear finite-strain consolidation. They also clarify a formerly perplexing aspect of finite-strain solution charts first noted in numerical solutions. Copyright (C) 2004 John Wiley Sons, Ltd.

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Smart structure sensors based on embedded fibre Bragg grating (FBG) arrays in aluminium alloy matrix by ultrasonic consolidation (UC) technique have been proposed and demonstrated successfully. The temperature, loading and bending responses of the embedded FBG arrays have been systematically characterized. The embedded FBGs exhibit an average temperature sensitivity of ~36 pm °C-1, which is three times higher than that of normal FBGs, a bending sensitivity of 0.73 nm/m-1 and a loading responsivity of ~0.1 nm kg-1 within the dynamic range from 0 kg to 3 kg. These initial experimental results clearly demonstrate that the UC produced metal matrix structures can be embedded with FBG sensor arrays to become smart structures with capabilities to monitor the structure operation and health conditions in applications.